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Home My WebLink About0117665-Plumbing e OSHI;(OSH '.ONTHEWATER Job Address 429 DOVE ST CITY OF OSHKOSH No 117665 PLUMBING PERMIT -APPLICATION AND RECORD Contractor O'NEILL ENTERPRISE INC Bathtub 2 Whirlpool 0 Lavatory 2 Toilet 2 Res. Sink 1 Bar Sink 0 Water Heater 1 Site Drain 0 Roof Drain 0 Misc. 0 Fixtures UselNature ofWork Shower Floor Drain Lndry Tray Disposal Dishwasher Sump Pump Classrm Sink Breakrm Sink Ejector/Grind Owner ONEILL ENTERPRISES Category 410 - Residential-Interior 0 Water Softner 0 1 Local Waste 0 1 Clothes Wshr 1 1 Bidet 0 1 BeerTap 0 1 Lab Sink 0 0 Sterilizer 0 0 DipWell 0 0 Drink Ftn 0 Wait.St. Ice Chest Exam Sink Sculry Sink Hand Sink Plaster Sink Surgeons Sink F Prep Sink Serv Sink Create Date 12/21/2005 Plan 0 0 0 0 0 0 0 0 0 Shamp Sink 0 FlrlWst Sink 0 Catch Basin 0 Wash Ftn 0 Urinal 0 Standp Rec 0 tee Maker 0 Gar Drain 0 Soda Disp 0 Coffee Maker 0 Int Grease Trap 0 Ex! Grease Trap ~ RPZ Vatve 0 Eye Wash Statn 0 Wtr Sewer Mtrs 0 Deduct Meters 0 Wtr Usage Mtrs 0 NEW SFR, GAS WH AND NEW SEWER & WATER LATERALS Size Material Type # Conn. Type Sanitary Sewer 4" Plastic Lateral 1 New 0 0 0 0 Storm Sewer 0 0 0 0 0 Water Service 1" Plastic Lateral 1 New 0 0 0 Parcel td # 0 1610290000 $0.00 Permit Fees Vatuation $8,000.00 Plan Approval Issued By $198.00 D Permit Voided I Date 12/21/2005 In the perfonmance of this work, I agree to perfonm all work pursuant to rules goveming the described construction. While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work described in this permit appiication within an easement, the City strongly urges the penmit applicant to contact the easement holder(s) and to secure any necessary approvals before starting such activity. Signature Date Telephone Number 920-230-2007 Address 522 W 6TH AVE Agent/OWner OSHKOSH WI 54902 - 0000 To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may continue if the inspection is not peñormed within two business days from the time the project is ready. 12/19/2005 09 48 FAX 9202302008 O'NEILL : WATER DISTRIBUTION DATASHEET Date: Dceembor 19, 2005 'Name: O"Ncil1 Enterpris~s, inc. Projecl: O'Ne;¡¡ ~_ntet'Priscs Inc. Street: 522 W. 61h Avenue 5tr.." ~2~ Dove Streel City: Os~~osh WI. 54902 City: Oshko,h WI. 54902, I¡!¡ 003/004 I. ill Gallon per minute buiding dcmand, preltomin.,ly Flush Tank, 2... 63.0 Low pressure "I Ih~ Mnin in SUCCI. 3. ~ psi loss from a ~ It diffurcnce in elevalion from Main ;n Slte~\ 10 [he Water Meter. 4a. 6.3 psi 10" from a 56.0 It 1" J'EX Tubing ASTM F876 water service from the Mnin in Street 10 Ihe Water MeIer. - Prossure lo's dei.ïñIncd "sing a C value of 150, inside diamotor of .862 and a velocity of 1.5 It por >cc. 4b,~ No 2nd pm water lat"al. 5. ~ psi loss ftom a 3/4[n Meter 6, ~ psi of pre, sure available at tno Ware, Me,.r, This val"e is entered in (B) below. The (A) value liSted bclow is delermined by using the following formula. \hen rounding d1C result up. A= ß.(C4'D+E) x 100 F A. - ,2j Press"re availnble for uniform loss (psi/IOO feci o[pip~), B........i!l p,¡ ofp,essur. available al the Water Meter. c. ~ Pressure ne~ded aI the controlling fixture. Pr~.~uro Balanced Valve D. -- 6"i psi loss resulting from a 15.0 It difference in elevation from the Water M~ter to the controlling fixture. 1::. ~ p,i prcssor~ loss due 10 a serving the controlling fiXIuro. F. ~ ft Developed length from tho 64.0 1\ actual length of piping ftom the Water Melor 10 lhe controlling ¡i"ure, M>lXimun Allowable load for Copper Tube Type M, A5TM B88 -. ,- 'Nominnl Size 1/2 5/8 3/4 1 1 1/4 0 .8111.0551..1.291'- ¡50 I 150 150 150 8 8 8 8 0 12.5 21.5 32 0 4.5 I 7 : 17 i' 0 18 I 34 62 I 1/2 2 2 1/2 3 ï.527 I 2.009 2.495 2.981 150 , 1:0 I 150 150 8 8 H g .....' ,. 45 79 121 174 39 144 374 I 731 - - 112 270 L484 1,776 ACtual I. D. .569 ValueofC 150 Vc!ocity in Llpersec. ~.. Maximum Gpm 6 Maximum FM WSJo'lJ ho Maximun, FT WSFlJ. 75 4 3.935 150 ~ 303 ,~ 1835 c,.,_...~._---_._---~--.__.__.__._._-,...- . 05/12/2006 10:16 FAX 8202302006 O'NEILL I¡!¡ 002/002 W A TEa DISTRIBUTION DAT ASJIEET Dal~' May 12,2006 Stree¡: 5575 CountY Road N .,--- Project: 01'<eill Enterprises Inc. Street: 429 Dove Stre¿i". Nome, O'Neill E~terpl'ises, Inc. City: Pickett, WI 54964 Cily: Oshkosh WI 54902 . ~ G~llon per minut. buiding demand, prcdomin.tly Flush Tank. 2. ~ Low pressure .1 Ihe Internal Prossur~ Tnnk. 3. -,~J psi loss from a;!,Q It difference in cleva lion from Interna' Pressuro Tank to th. Warer Meter. 4a. 8.4 psi loss from a 62,0 It I" PEX Tubing ASTM F876 water service from the Internal Prossuro Tank 10 tbe Wnter Meter. - Pressure loss d«cmlncd using a C vaiue of 150 , inside diameter of .861 and a velocity of 8.4 It per sec, 4b,~ 'No 2nd pnrr war.r lateral, 5. _.1'!? psi loss from a 3/410 MeIer 6. 44.8 psi of pressure avail~ble al the Warer MOler, This value is entered in (13) below, - 1 The (^) value listcd below is dctClmincd by using the following formul., then r"unding ¡he result up. A = B-(C+~+E) x 100 A. _..J.7 Pressure availabie for uniform Joss (psillOO fekr ofpipeJ. B. ~ psi ofprc"urc ""il.ble al Ihe Waler Met~r. C,.....2M Pressure needed a¡ the controlling lixture. D. ~ psi ioss resulting from a 14.0 It difference in elevation from the Water Meter to thc controiling fixture. E, ----.& psi pressure loss duc to a no pressure loss dcvkcs serving the controlling fixture. F. --1M! r-I Developed length from the 48.0 It aCtualle~gth of piping from the Water Meter to the controllin~ li"'tlro. Maximun Allow~le load for Copper Tube Type M, ASTM B88 - 'Nominal Siz~ 1/2 5/8 3/4 1 11/4 1 1/2 2 2112 3 4 Actual!. j), ,569 0 .811 1.055 1.291 1.527 r-2,O09 i 2,495 2.981 3.935 ... .,,-, Vnh,e ofC 150 150 150 150 150 150 150 150 150 150 --- Vclocity in It pc," sec. 8 8 & S & 8 8 8 8 8 --,,- Maximum Gpm 6 0 12.5 21.5 32 45 79 121 174 303 ..... Maximum FM WSf'IJ 0 0 4.5 7 17 39 144 374 731 1835 --- - Maximum FT WSFU 7.5 0 18 34 62 112 270 484 776 1835 .... --- fm'l~'OO "" m """"". O'NEILL I¡!¡ 001/002 FAX COVER SHEET O'Neill Enterprises, Inc. 522 W. 6th Avenue Oshkos~WI 54902 Phone number: (920) 230-2007 Fax number: (920) 230-2008 Send to; CitY of Oshkosh Plumbing From: Pat O'Neill Inspector Attention: Paul Wolf Date: 5/12/06 Office location: Oshkosh Office Location: Oshkosh Fax Number: 920-236-5084 Phone Number: 920-236-5052 Total pages, including cover: 2 Paul, Please accept the following water calculation worksheet for Ryan Kinderman's house @ 429 Dove Street. If you have any qu¡estions feel free to call me. 920-428-4700. Thank you, Pat